When Is Underpinning Necessary?
Underpinning is the right solution when:
- The foundation has settled differentially (one part lower than another)
- The settlement is caused by inadequate soil bearing capacity at footing depth
- The soil at footing depth will not recover bearing capacity on its own (e.g., consolidating clay, loose fill)
- The structure requires stabilization before other repairs (cosmetic, plumbing) will hold
Underpinning is not the right solution for:
- Heaving foundations (soil swelling upward) - these require drainage correction, not piering
- Cracks caused by thermal movement or concrete shrinkage - these are cosmetic issues
- Settlement caused solely by a plumbing leak - fix the leak first, then reassess
Underpinning Methods Compared
| Method | Mechanism | Best For | Depth | Cost/Pier |
|---|---|---|---|---|
| Helical piers | Screwed in with torque | Most conditions; lighter loads; interior use | 15-30 ft | $1,200-$3,500 |
| Push/resistance piers | Hydraulically driven | Perimeter of heavy structures | 20-40 ft | $1,000-$3,000 |
| Drilled concrete piers | Drilled and poured on-site | Deep unstable soils; high loads | 15-40 ft | $800-$2,500 |
| Micro-piles | Drilled small-diameter piers | Tight access; rocky soil | 20-50 ft | $1,500-$4,000 |
Helical Piers
Helical piers are steel shafts with helical bearing plates welded at intervals. A hydraulic motor rotates them into the ground - essentially screwing them in. Their installation torque correlates predictably with bearing capacity, allowing engineers to calculate when adequate depth is reached.
Advantages: Work in almost all soil types; suitable for interior use; lower vibration than driven piers; can be installed in tight clearances.
Limitations: More expensive per pier than push piers in some cases; not appropriate for very shallow stable rock.
Push Piers (Resistance Piers)
Push piers are driven hydraulically using the dead load of the structure itself as reaction force. Pier sections are added and driven progressively until refusal depth (stable bearing) is reached. The same hydraulic equipment then lifts the structure.
Advantages: Typically less expensive than helical piers on the perimeter; reach substantial depth; the bearing test is direct (you’re loading the structure).
Limitations: Require adequate dead load on the footing - not suitable for lighter structures or interior use without modification; more disruptive to the perimeter.
Concrete Bell-Bottom Piers
Common in Texas, drilled concrete piers are bored with an auger to a prescribed depth, then a bell-shaped base is formed at the bottom (in appropriate soil). Concrete is poured in the bore hole. These are typically engineered and permitted.
Advantages: Proven technology in expansive clay regions; can be designed with precise bearing capacity; often the local standard in Texas markets.
Limitations: Cannot be installed in all soil types; require adequate cure time before loading; waste disposal from the bore hole.
The Underpinning Process
- Engineering review - Some contractors include a basic engineering assessment; for larger projects, an independent structural engineer report is recommended and may be required for permit.
- Access preparation - Piers are installed from the exterior perimeter (via trench) or interior (via core holes in the slab). Perimeter trenching is typically 18-24 inches deep.
- Pier installation - Piers are installed at designed spacing. For push piers, each pier is driven to refusal; for helical piers, driven to minimum installation torque.
- Lifting - Hydraulic jacks at each pier position lift the structure simultaneously. A laser level monitors grade during lifting.
- Bracket and grouting - Brackets lock the load transfer. Core holes are patched. Trenches are backfilled.
What Underpinning Will Not Fix
Underpinning stabilizes movement - it doesn’t repair the cosmetic damage caused by that movement. Interior drywall cracks, stucco cracks, tile damage, and misaligned doors and windows require separate cosmetic repair after the foundation is stable.
Plumbing damage from foundation movement (sheared slab lines) is also a separate repair that must be addressed after stabilization.